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Tsunami Assessment for Risk Management at Nuclear Power Facilities in Japan

机译:日本核电设施风险管理的海啸评估

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The present study focuses on evaluation of the maximum and minimum water levels caused by tsunamis as risk factors for operation and management at nuclear power facilities along the coastal area of Japan. Tsunamis generated by submarine earthquakes are examined, basing literature reviews and databases of information on historical tsunami events and run-up heights. For simulation of water level along the coast, a numerical calculation system should be designed with computational regions covering a particular site. Also the calculation system should be verified by comparison of historical and calculated tsunami heights. At the beginning of the tsunami assessment, the standard faults, their locations, mechanisms and maximum magnitudes should be carefully estimated by considering historical earthquake-induced tsunamis and seismo-tectonics at each area. Secondly, the range of errors in the model parameters should be considered since earthquakes and tsunamis are natural phenomena that involve natural variability as well as errors in estimating parameters. For these reasons, uncertainty-induced errors should be taken into account in the process of tsunami assessment with parametric study of the tsunami source model. The element tsunamis calculated by the standard fault models with the errors would be given for the design. Then, the design tsunami can be selected among the element tsunamis with the most significant impact, maximum and minimum water levels, on the site, bearing in mind the possible errors in the numerical calculation system. Finally, the design tsunami is verified by comparison with the run-up heights of historical tsunamis, ensuring that the design tsunami is selected as the highest of all historical and possible future tsunamis at the site.
机译:本研究的重点是评估海啸造成的最大和最小水位,将其作为日本沿海地区核电设施运行和管理的风险因素。根据文献回顾和有关历史海啸事件和上升高度的信息数据库,对海底地震产生的海啸进行了检查。为了模拟沿海水位,应设计一个数值计算系统,其计算区域应覆盖特定地点。另外,应通过比较历史海啸高度和计算海啸高度来验证计算系统。在海啸评估开始时,应通过考虑每个地区的历史地震引起的海啸和地震构造来仔细估计标准断层,其位置,机制和最大震级。其次,应考虑模型参数的误差范围,因为地震和海啸是自然现象,涉及自然可变性以及估计参数的误差。由于这些原因,在通过海啸源模型的参数研究进行海啸评估的过程中,应考虑不确定性引起的误差。由标准故障模型计算出的具有误差的海啸元素将用于设计。然后,考虑到数值计算系统中可能存在的误差,可以在现场对海啸影响最大,最大和最小水位的海啸中选择设计海啸。最后,通过与历史海啸的上升高度进行比较来验证设计海啸,以确保将设计海啸选为该地点所有历史和未来可能发生的海啸中最高的一次。

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